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Durability Properties of Inorganic Polymer Concrete Using Fly Ash and Slag

机译:粉煤灰和矿渣的无机聚合物混凝土的耐久性能

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摘要

The potential durability of inorganic polymer concrete made with fly ash and slag wasinvestigated by comparing the durability properties of a range of inorganic polymer and Portland cementbasedconcrete. Concrete was cured at ambient and elevated temperatures to simulate normal site andprecast concrete conditions. Findings from porosity, oxygen permeability and chloride resistance testingshow that inorganic polymer concrete has significant differences in microstructure to Portland cementconcrete. The higher porosity of inorganic polymer concrete was found to be caused by differences inpaste porosity and the presence of compaction voids due to the viscous nature of the material. Highstrength IPC mixes had moderate permeability but lower strength IPC mix had poor resistance to permeation.Chloride resistance of IPC was not consistent and was generally much poorer than PC-based concrete.Durability properties of inorganic polymer concrete were found to vary considerably depending onmix design and initial curing and did not always follow predictable trends found with PC-based concrete.
机译:通过比较一系列无机聚合物和波特兰水泥基混凝土的耐久性能,研究了用粉煤灰和矿渣制成的无机聚合物混凝土的潜在耐久性。在环境和高温下固化混凝土,以模拟正常的现场和预制混凝土条件。从孔隙率,透氧性和耐氯化物测试的结果表明,无机聚合物混凝土在微观结构上与硅酸盐水泥混凝土有显着差异。发现无机聚合物混凝土的较高孔隙度是由于材料的粘性性质引起的糊状孔隙度差异和压实空隙的存在所致。高强度IPC混合料的渗透性中等,而强度较低的IPC混合料的抗渗透性差.IPC的耐氯化物性不一致,通常比PC基混凝土差得多。无机聚合物混凝土的耐久性能因混合料设计和性能的不同而有很大差异。初始固化,并不总是遵循PC基混凝土的可预测趋势。

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    Mackechnie J.R.; Scott A.N.;

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  • 年度 2012
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  • 正文语种 en
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